CN113735326A - Method for treating fluorine-containing ammonium salt wastewater - Google Patents

Method for treating fluorine-containing ammonium salt wastewater Download PDF

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CN113735326A
CN113735326A CN202111105578.XA CN202111105578A CN113735326A CN 113735326 A CN113735326 A CN 113735326A CN 202111105578 A CN202111105578 A CN 202111105578A CN 113735326 A CN113735326 A CN 113735326A
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fluorine
concentration
ammonium salt
precipitation
filtrate
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CN113735326B (en
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彭佳乐
周康根
余承红
吴班
周晚根
姜科
赵自强
周惠
高峰
潘希贤
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Hunan Nonfemet & Komeng Environmental Protection Technology Co ltd
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Hunan Nonfemet & Komeng Environmental Protection Technology Co ltd
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    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00—Multistage treatment of water, waste water or sewage
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/02—Treatment of water, waste water, or sewage by heating
    • C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00—Nature of the contaminant
    • C02F2101/10—Inorganic compounds
    • C02F2101/12—Halogens or halogen-containing compounds
    • C02F2101/14—Fluorine or fluorine-containing compounds
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00—Nature of the contaminant
    • C02F2101/10—Inorganic compounds
    • C02F2101/16—Nitrogen compounds, e.g. ammonia
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions

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  • Hydrology & Water Resources (AREA)
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Abstract

The invention relates to the technical field of wastewater treatment, in particular to a method for treating fluorine-containing ammonium salt wastewater, which comprises the following steps: A) carrying out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and filtering to obtain a first filtrate and a first filter residue; B) performing precipitation calcium removal reaction on the first filtrate, and filtering to obtain a second filtrate and a second filter residue; C) adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution; D) and performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water. According to the invention, through a series of measures such as calcium salt precipitation, corrosion inhibitor protection, ammonia water pH adjustment and the like, the concentration of fluorine ions in the fluorine-containing ammonium salt wastewater is effectively reduced, the corrosion of the fluorine ions to subsequent MVR equipment is avoided, meanwhile, the long-term stable and efficient zero emission treatment of the fluorine-containing ammonium salt wastewater can be ensured, and the method has the advantages of simple and easily-obtained medicament, low cost, simplicity and convenience in operation and control, small slag amount, stable operation effect and the like.

Description

Method for treating fluorine-containing ammonium salt wastewater
Technical Field
The invention relates to the technical field of wastewater treatment, in particular to a method for treating fluorine-containing ammonium salt wastewater.
Background
In the production process of industries such as smelting, chemical engineering, battery materials (iron phosphate) and the like, a large amount of ammonium salt wastewater, such as ammonium sulfate wastewater or ammonium chloride wastewater and the like, is generated along with the wide use of ammonia water. Meanwhile, the secondary wastewater often contains fluoride ions with medium and low concentration. According to the water quality characteristics, the treatment of the fluorine-containing ammonium salt wastewater requires the respective treatment of ammonia nitrogen and fluorine ion pollutants in the water, for example, a stripping method and a breakpoint chlorination method can be adopted to remove ammonia nitrogen, and a chemical precipitation method, a flocculation precipitation method and an adsorption method are adopted to remove fluorine ions.
With the increasingly strict supervision of the industries, enterprises are required to be unable to directly discharge qualified wastewater containing fluorine ammonium salt into water in more and more areas, and the enterprises are required to realize zero discharge of the wastewater. At present, the RO reverse osmosis and MVR multi-effect evaporation process is widely applied to the field of wastewater zero-emission treatment. However, if the RO + MVR process is directly applied to zero emission treatment of the fluorine-containing ammonium salt wastewater, especially when the concentration of fluorine ions in the MVR evaporation liquid is higher than 50mg/L, the problems that MVR equipment is corroded by fluorine, the service life of the equipment is short, the operation efficiency is low, the maintenance is not easy and the like easily occur, and the operation management of the whole process is not facilitated. Therefore, the traditional process needs to be technically improved, and the long-term stable and efficient zero-emission treatment of the fluorine-containing ammonium salt wastewater is realized.
Disclosure of Invention
In view of this, the technical problem to be solved by the present invention is to provide a method for treating fluorine-containing ammonium salt wastewater, which can effectively reduce the concentration of fluorine ions in the fluorine-containing ammonium salt wastewater.
The invention provides a method for treating fluorine-containing ammonium salt wastewater, which comprises the following steps:
A) carrying out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and filtering to obtain a first filtrate and a first filter residue;
B) performing precipitation calcium removal reaction on the first filtrate, and filtering to obtain a second filtrate and a second filter residue;
C) adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution;
D) and performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water.
Preferably, in the fluorine-containing ammonium salt wastewater, the ammonia nitrogen concentration is 5-15 g/L, the fluorine ion concentration is 30-200 mg/L, and the pH value is 0.5-10.
Preferably, the reagent used in the precipitation defluorination reaction comprises at least one of calcium chloride solution and calcium hydroxide solution;
in the precipitation defluorination reaction, the molar ratio of calcium element to fluorine element is not less than 0.6: 1;
the pH value of the precipitation defluorination reaction is 7-10;
the time of the precipitation defluorination reaction is 0.5-1 h.
Preferably, the calcium removing agent adopted by the precipitation calcium removing reaction comprises at least one of sodium carbonate and carbon dioxide;
in the precipitation calcium removal reaction, the molar ratio of carbon to calcium is 1-2: 1;
the pH value of the precipitation calcium removal reaction is 8-10;
the time of the precipitation calcium removal reaction is 0.5-2 h.
Preferably, in step C), the agent for adjusting the pH of the second filtrate comprises sulfuric acid or hydrochloric acid.
Preferably, in the step D), 2-3 sections of RO concentration are connected in series, the operating pressure is 1.0-8.0 MPa, the operating temperature is 20-30 ℃, the concentration multiple is 5-10 times, and the pressure difference between membranes is less than 0.1 MPa.
Preferably, the step D), after the RO concentration, further comprises:
mixing the RO concentrated water with a corrosion inhibitor, and carrying out evaporative crystallization to obtain an ammonium salt crystal and condensed water;
and in the evaporation and crystallization process, the pH value of the evaporation solution is controlled to be 3.2-5.5.
Preferably, the corrosion inhibitor comprises at least one of aluminum sulfate, aluminum chloride, polyaluminum chloride and polyaluminum sulfate.
Preferably, the molar ratio of the aluminum element in the corrosion inhibitor to the fluorine element in the RO concentrated water is 0.2-1: 1.
preferably, the reagent for controlling the pH value of the evaporating solution comprises ammonia water;
the temperature of the evaporative crystallization is 95-100 ℃, and the pressure is-15 to-20 kPa.
The invention provides a method for treating fluorine-containing ammonium salt wastewater, which comprises the following steps: A) carrying out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and filtering to obtain a first filtrate and a first filter residue; B) performing precipitation calcium removal reaction on the first filtrate, and filtering to obtain a second filtrate and a second filter residue; C) adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution; D) and performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water. According to the invention, through a series of measures such as calcium salt precipitation, corrosion inhibitor protection, ammonia water pH adjustment and the like, the concentration of fluorine ions in the fluorine-containing ammonium salt wastewater is effectively reduced, the corrosion of the fluorine ions to subsequent MVR equipment is avoided, meanwhile, the long-term stable and efficient zero emission treatment of the fluorine-containing ammonium salt wastewater can be ensured, and the method has the advantages of simple and easily-obtained medicament, low cost, simplicity and convenience in operation and control, small slag amount, stable operation effect and the like.
Drawings
FIG. 1 is a schematic view of a process flow of fluorine-containing ammonium salt wastewater provided by an embodiment of the present invention;
FIG. 2 is a schematic view of a process flow of the fluorine-containing ammonium salt wastewater provided by comparative example 3 of the present invention.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments of the present invention, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention provides a method for treating fluorine-containing ammonium salt wastewater, which comprises the following steps:
A) carrying out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and filtering to obtain a first filtrate and a first filter residue;
B) performing precipitation calcium removal reaction on the first filtrate, and filtering to obtain a second filtrate and a second filter residue;
C) adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution;
D) and performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water.
In some embodiments of the invention, the concentration of ammonia nitrogen in the fluorine-containing ammonium salt wastewater is 5-15 g/L, the concentration of fluorine ions is 30-200 mg/L, and the pH value is 0.5-10. In certain embodiments of the present invention, the components of the fluorine-containing ammonium salt wastewater include ammonia nitrogen, fluoride ions, calcium ions, sulfate ions, and phosphate ions. In certain embodiments, the ammonium salt wastewater containing fluorine has an ammonia nitrogen concentration of 8.4g/L, a fluorine ion concentration of 140mg/L, a pH value of 0.8, a calcium ion concentration of 20mg/L, a sulfate radical concentration of 50.1g/L, and a phosphate radical concentration of 7.0 g/L.
In certain embodiments of the present invention, the fluorine-containing ammonium salt in the fluorine-containing ammonium salt wastewater comprises fluorine-containing ammonium sulfate or fluorine-containing ammonium chloride.
The invention firstly carries out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and the reaction formula is shown as the formula (1):
Ca2++2F-＝CaF2↓ (1).
In certain embodiments of the present invention, the reagents employed in the precipitation defluorination reaction include at least one of a calcium chloride solution and a calcium hydroxide solution; the mass concentration of the calcium hydroxide solution can be 15%; in the precipitation defluorination reaction, the molar ratio of calcium element to fluorine element is not less than 0.6: 1, specifically, it may be 10.8: 1. 10.7: 1; the pH value of the precipitation defluorination reaction is 7-10; the time of the precipitation defluorination reaction is 0.5-1 h to ensure the full reaction. In certain embodiments, the pH of the precipitation defluorination reaction is 10, 7 or 9.5. The purpose of the precipitation and fluorine removal is to remove the fluorine ions in the wastewater in advance, and the concentration of the fluorine ions in the first filtrate is controlled within 12 mg/L. In certain embodiments, the fluoride ion concentration in the first filtrate is controlled to be 11mg/L, 11.2mg/L, 10.1 mg/L.
And (4) after the precipitation defluorination reaction, filtering to obtain a first filtrate and a first filter residue. The method of filtration is not particularly limited in the present invention, and a filtration method known to those skilled in the art may be used. In some embodiments of the present invention, after the filtering, further comprising: and (5) drying. The method of drying is not particularly limited in the present invention, and a drying method known to those skilled in the art may be used.
After first filtrate is obtained, carrying out precipitation calcium removal reaction on the first filtrate, wherein the reaction formula is shown as formula (2):
2Ca2++CO3 2-+CO2+2OH-＝2CaCO3↓+H2o formula (2).
In certain embodiments of the present invention, the precipitation decalcifying reaction employs a decalcifying agent comprising at least one of sodium carbonate and carbon dioxide; in the precipitation calcium removal reaction, the molar ratio of carbon to calcium is 1-2: 1; the pH value of the precipitation calcium removal reaction is 8-10; the time of the precipitation calcium removal reaction is 0.5-2 h to ensure full reaction. In certain embodiments, the molar ratio of carbon to calcium is 1: 1 or 2: 1. in certain embodiments, the pH of the precipitation decalcification reaction is 10, 8.5, or 9.7. The purpose of calcium removal by precipitation is to deeply remove calcium ions in the first filtrate, control the concentration of the calcium ions in the second filtrate within 5mg/L and avoid the membrane fouling and blockage caused by the calcium ions entering a reverse osmosis system.
And after the precipitation calcium removal reaction, filtering to obtain a second filtrate and a second filter residue. The method of filtration is not particularly limited in the present invention, and a filtration method known to those skilled in the art may be used.
And after a second filtrate is obtained, adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution.
In certain embodiments of the invention, the agent that adjusts the pH of the second filtrate comprises sulfuric acid or hydrochloric acid. And adjusting the pH value of the second filtrate to 5-6 so as to meet the requirement of the reverse osmosis system on the pH value of the inlet water. In certain embodiments, the pH of the second filtrate is adjusted to 6, 5.5, or 5.0. And when the fluorine-containing ammonium salt in the fluorine-containing ammonium salt wastewater is fluorine-containing ammonium sulfate, the reagent for adjusting the pH value of the second filtrate is sulfuric acid. When the fluorine-containing ammonium salt in the fluorine-containing ammonium salt wastewater is fluorine-containing ammonium chloride, the reagent for adjusting the pH value of the second filtrate is hydrochloric acid.
And after obtaining the pH regulating solution, performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water.
In some embodiments of the invention, 2-3 sections of RO concentration are connected in series to increase the membrane concentration multiple; the concentration multiple is controlled to be 5-10 times, so that the water quantity and energy consumption cost required to be treated in subsequent evaporative crystallization can be greatly reduced. In certain embodiments, the RO concentration employs 2 stages in series. In certain embodiments, the concentration factor is controlled to be 8-fold, 10-fold, 5-fold. The concentration of calcium ions in the RO concentrated water is not higher than 40mg/L, so that the membrane is prevented from scaling and blocking due to calcium salt precipitation such as calcium sulfate.
In some embodiments of the invention, the RO concentration is performed at an operating pressure of 1.0-8.0 MPa, an operating temperature of 20-30 ℃ and a pressure difference between membranes of less than 0.1 MPa. When the device runs, the pressure difference between membranes needs to be continuously monitored, and if the pressure difference between membranes rises to exceed 20%, the membrane system is polluted and blocked and needs to be cleaned. In certain embodiments, the operating pressure in the RO concentration is 7.0MPa or 5.0 MPa. In certain embodiments, the operating temperature in the RO concentration is 30 ℃, 25 ℃, or 20 ℃. In certain embodiments of the invention, the RO membrane element used for RO concentration is a high pressure membrane element, XC-70.
In some embodiments of the present invention, after obtaining the RO concentrate, the method further comprises: mixing the RO concentrated water with a corrosion inhibitor, and carrying out evaporative crystallization to obtain an ammonium salt crystal and condensed water; and in the evaporation and crystallization process, the pH value of the evaporation solution is controlled to be 3.2-5.5.
In certain embodiments of the present invention, the corrosion inhibitor comprises at least one of aluminum sulfate, aluminum chloride, polyaluminum chloride, and polyaluminum sulfate. The purpose of adding the corrosion inhibitor is to reduce the concentration of free fluoride ions in RO concentrated water and avoid corrosion of the fluoride ions to evaporation equipment and a compressor impeller, and the reaction formulas are shown as formulas (3) to (5):
3Ca2++2Al3++12F-＝3Ca(AlF6)2formula (3);
Ca2++2Al3++8F-＝Ca(AlF4)2formula (4);
Al3++xF-＝AlFx 3-xformula (5).
In some embodiments of the invention, the concentration of fluoride ions in the RO concentrated water is 50-120 mg/L. In certain embodiments, the fluoride ion concentration in the RO concentrate is 88mg/L, 112mg/L, or 50.5 mg/L. After the corrosion inhibitor is added, the corrosion inhibitor can form a fluorine-aluminum complex or a precipitate of calcium fluoroaluminate and the like with fluorine ions in the RO concentrated water, so that the concentration of free fluorine ions in the RO concentrated water is reduced. Controlling the molar ratio of the aluminum element in the corrosion inhibitor to the fluorine element in the RO concentrated water to be 0.2-1: 1, in the evaporation crystallization process, the concentration of the residual fluorine ions in the evaporation solution can be ensured to be within 30 mg/L. In certain embodiments, the molar ratio of aluminum element in the corrosion inhibitor to fluorine element in the RO concentrate is controlled to be 0.2: 1. 1: 1 or 0.5: 1.
in some embodiments of the invention, the temperature of the evaporative crystallization is 95 to 100 ℃ and the pressure is-15 to-20 kPa. In certain embodiments, the temperature of the evaporative crystallization is 95 ℃ or 100 ℃. In certain embodiments, the pressure of the evaporative crystallization is-15 kPa. In the process of evaporative crystallization, a small amount of ammonia nitrogen in RO concentrated water can volatilize in the form of ammonia gas, so that the pH value of the forced evaporated liquid is reduced, and the pH value of the evaporated liquid is too low, so that the evaporator body and the compressor impeller are corroded, and the pH value of the evaporated liquid needs to be controlled. In some embodiments of the present invention, the reagent for controlling the pH of the evaporation solution includes ammonia water, and the pH of the evaporation solution is controlled to be 3.2 to 5.5. In some embodiments, the pH of the evaporation solution is controlled to be 3.2 to 3.8, 4.9 to 5.5, or 4.1 to 4.7.
The source of the above-mentioned raw materials is not particularly limited in the present invention, and may be generally commercially available.
FIG. 1 is a schematic view of a process flow of fluorine-containing ammonium salt wastewater according to an embodiment of the present invention.
Compared with the treatment method in the prior art, the treatment method provided by the invention has the following beneficial effects:
according to the invention, through a series of measures such as calcium salt precipitation, corrosion inhibitor protection, ammonia water pH adjustment and the like, the concentration of fluorine ions in the fluorine-containing ammonium salt wastewater is effectively reduced, the corrosion of the fluorine ions to subsequent MVR equipment is avoided, meanwhile, the long-term stable and efficient zero emission treatment of the fluorine-containing ammonium salt wastewater can be ensured, and the method has the advantages of simple and easily-obtained medicament, low cost, simplicity and convenience in operation and control, small slag amount, stable operation effect and the like.
In order to further illustrate the present invention, the following will describe the method for treating fluorine-containing ammonium salt wastewater according to the present invention in detail with reference to the following examples, which should not be construed as limiting the scope of the present invention.
The fluorine-containing ammonium salt wastewater adopted in the embodiment is taken from a certain iron phosphate battery production enterprise in Hunan, and an RO membrane element used in RO concentration is a high-pressure membrane element XC-70.
Example 1
The fluorine-containing ammonium salt wastewater comprises the following components:
the ammonia nitrogen concentration is 8.4g/L, the fluorine ion concentration is 140mg/L, the pH value is 0.8, the calcium ion concentration is 20mg/L, the sulfate radical concentration is 50.1g/L, and the phosphate radical concentration is 7.0 g/L.
The method for treating the fluorine-containing ammonium salt wastewater comprises the following steps (see figure 1):
1) to 450m3Adding lime water (wherein, the stone) with the mass concentration of 15 percent into the fluorine-containing ammonium salt wastewaterThe using amount of the ash is 2.64t), and the molar ratio of the calcium element to the fluorine element is 10.8: 1, pH is 10.0, precipitation defluorination reaction is carried out, after 1 hour of reaction, 10.1t dry slag (containing calcium fluoride, calcium sulfate and calcium phosphate) and 465m are obtained after filtration and drying3A first filtrate; the concentration of the fluorine ions in the first filtrate is 11.0 mg/L;
2) adding 0.98t of sodium carbonate into the first filtrate, wherein the molar ratio of the carbon element to the calcium element is 1: 1, pH is 10.0, precipitation calcium removal reaction is carried out, after 2 hours of reaction, filtration is carried out to obtain 464m3A second filtrate and a second filter residue; the concentration of calcium ions in the second filtrate is 5.0 mg/L;
3) adding 2.4L of sulfuric acid solution with the mass concentration of 98% into the second filtrate, and adjusting the pH to 6 to obtain pH adjusting solution;
4) concentrating pH regulating solution by 2 sections of RO, controlling concentration multiple to 8 times, controlling operation pressure to 7.0MPa, operating temperature to 30 deg.C, and pressure difference between membranes to be less than 0.1MPa to obtain 406m3RO fresh water and 58m3The RO concentrated water; the fluorine ion concentration in the RO concentrated water is 88mg/L, and the calcium ion concentration is 40 mg/L;
5) adding 7.2kg of aluminum chloride into the RO concentrated water, and controlling the molar ratio of aluminum element in the aluminum chloride to fluorine element in the RO concentrated water to be 0.2: 1; evaporating and crystallizing at 95 deg.C and-15 kPa to obtain ammonium sulfate crystal of 26.2t and condensed water; and in the crystallization process, the pH of the evaporating solution is in a descending trend, and ammonia water is added to control the pH of the evaporating solution to be stable at 3.2-3.8.
Through detection, the concentration of the residual fluorine ions in the evaporation mother liquor is 24 +/-5 mg/L, the fluorine ions are very low, the performance and continuous normal operation of MVR equipment cannot be influenced, and zero emission of the fluorine-containing ammonium salt wastewater is realized.
Example 2
The composition of the fluorine-containing ammonium salt wastewater was the same as in example 1.
The method for treating the fluorine-containing ammonium salt wastewater comprises the following steps:
1) to 450m3Adding lime water with mass concentration of 15% (wherein the lime amount is 2.63t, the molar ratio of calcium element to fluorine element is 10.7: 1, and the pH value is 7.0) into the fluorine-containing ammonium salt wastewater, performing precipitation defluorination reaction for 0.5h, filtering, dryingObtaining 10.0t dry slag and 465m3A first filtrate; the concentration of the fluorinion in the first filtrate is 11.2 mg/L;
2) adding 0.99t of sodium carbonate into the first filtrate, wherein the molar ratio of the carbon element to the calcium element is 1: 1, pH is 8.5, precipitation calcium removal reaction is carried out, after 0.5h of reaction, filtration is carried out to obtain 464m3A second filtrate and a second filter residue; the concentration of calcium ions in the second filtrate is 4.5 mg/L;
3) adding 0.07L of sulfuric acid solution with the mass concentration of 98% into the second filtrate, and adjusting the pH to 5.5 to obtain pH adjusting solution;
4) concentrating pH regulating solution by 3 sections of RO, controlling concentration multiple to 10 times, controlling operation pressure to 7.0MPa, operating temperature to 25 deg.C, and pressure difference between membranes to be less than 0.1MPa to obtain 418m3RO fresh water and 46m3The RO concentrated water; the fluorine ion concentration in the RO concentrated water is 112mg/L, and the calcium ion concentration is 45 mg/L;
5) adding 36.5kg of aluminum chloride into the RO concentrated water, and controlling the molar ratio of aluminum element in the aluminum chloride to fluorine element in the RO concentrated water to be 1: 1; evaporating and crystallizing at 100 deg.C and-15 kPa to obtain 28.5 ammonium sulfate crystal and condensate water; and in the crystallization process, the pH of the evaporating solution is in a descending trend, and ammonia water is added to control the pH of the evaporating solution to be stable at 4.9-5.5.
Through detection, the concentration of the residual fluorine ions in the evaporation mother liquor is 17 +/-5 mg/L, the fluorine ions are very low, the performance and continuous normal operation of MVR equipment cannot be influenced, and zero emission of the fluorine-containing ammonium salt wastewater is realized.
Example 3
The composition of the fluorine-containing ammonium salt wastewater was the same as in example 1.
The method for treating the fluorine-containing ammonium salt wastewater comprises the following steps:
1) to 450m3Adding lime water with the mass concentration of 15% (wherein the using amount of lime is 2.64t) into the fluorine-containing ammonium salt wastewater, wherein the molar ratio of calcium to fluorine is 10.7: 1, pH is 9.5, precipitation defluorination reaction is carried out, after reaction for 1 hour, filtration and drying are carried out, 10.10t dry slag and 465m are obtained3A first filtrate; the concentration of the fluorine ions in the first filtrate is 10.1 mg/L;
2) adding 1.97t sodium carbonate and carbon into the first filtrateThe molar ratio of the elements to the calcium elements is 2: 1, pH is 9.7, precipitation calcium removal reaction is carried out, after 0.5h of reaction, filtration is carried out to obtain 464m3A second filtrate and a second filter residue; the concentration of calcium ions in the second filtrate is 3.2 mg/L;
3) adding 1.4L of sulfuric acid solution with the mass concentration of 98% into the second filtrate, and adjusting the pH to 5.0 to obtain pH adjusting solution;
4) concentrating pH regulating solution by 1-stage RO at concentration multiple of 5 times, operating pressure of 5.0MPa, operating temperature of 20 deg.C, and pressure difference between membranes of less than 0.1MPa to obtain 371m3RO freshwater and 93m3The RO concentrated water; the fluorine ion concentration in the RO concentrated water is 50.5mg/L, and the calcium ion concentration is 16 mg/L;
5) adding 21.1kg of aluminum sulfate into the RO concentrated water, and controlling the molar ratio of aluminum element in aluminum chloride to fluorine element in the RO concentrated water to be 0.5: 1; evaporating and crystallizing at 100 deg.C and-15 kPa to obtain 27.4t ammonium sulfate crystal and condensate water; and in the crystallization process, the pH of the evaporating solution is in a descending trend, and ammonia water is added to control the pH of the evaporating solution to be stable at 4.1-4.7.
Through detection, the concentration of the residual fluorine ions in the evaporation mother liquor is 21 +/-5 mg/L, the fluorine ions are very low, the performance and continuous normal operation of MVR equipment cannot be influenced, and zero emission of the fluorine-containing ammonium salt wastewater is realized.
Comparative example 1
The composition of the fluorine-containing ammonium salt wastewater was the same as in example 1.
The treatment of the fluorine-containing ammonium salt wastewater was carried out in accordance with the treatment procedures of example 1, except that aluminum chloride was not added in step 5).
Through detection, the concentration of the residual fluorine ions in the evaporation mother liquor is higher than 88mg/L and continuously rises, and the fluorine ions are very high, which proves that the concentration of the fluorine ions in the evaporation liquid can not be controlled without adding aluminum salts such as aluminum chloride, and the evaporator body and the compressor impeller made of the material of the evaporator 316L can be corroded, so that the service life and the stable operation of the evaporator are influenced.
Comparative example 2
The composition of the fluorine-containing ammonium salt wastewater was the same as in example 1.
The treatment of the fluorine-containing ammonium salt wastewater was carried out in accordance with the treatment procedures of example 1 except that 3.6kg of aluminum chloride was added in step 5).
Through detection, the concentration of the residual fluorine ions in the evaporating liquid is 64 +/-10 mg/L, and the fluorine ions are very high, which proves that the addition amount of aluminum chloride is insufficient, the concentration of the fluorine ions in the evaporating liquid cannot be controlled, and an evaporator body and a compressor impeller made of 316L evaporator materials can be corroded, so that the service life and the stable operation of the evaporator are influenced.
Comparative example 3
The composition of the fluorine-containing ammonium salt wastewater was the same as in example 1.
FIG. 2 is a schematic view showing a process flow of treating fluorine-containing ammonium salt wastewater according to comparative example 3 of the present invention, wherein 2.85t of sodium hydroxide is added to the fluorine-containing ammonium salt wastewater to adjust pH to 6, thereby obtaining a pH adjusting solution; then, RO concentration and evaporative crystallization were directly performed.
Through detection, membrane scaling appears during RO concentration, and when evaporation crystallization is carried out, the concentration of residual fluorine ions in an evaporation solution is 214 +/-10 mg/L, and the fluorine ions are very high, so that the condition that the fluorine is not removed in advance, the concentration of the fluorine ions in the evaporation solution cannot be controlled, an evaporator body and a compressor impeller made of 316L materials of an evaporator can be corroded, and the service life and the stable operation of the evaporator are influenced.
As can be seen from the examples 1 to 3 and the comparative examples 1 to 3, the concentration of the fluorine ions in the evaporation liquid can be effectively controlled to be lower than 30mg/L under the control of the process and the parameters, the corrosion of an evaporator body made of 316L materials and a compressor impeller is avoided, the service life of the evaporator is ensured, and the stable operation is ensured.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. A method for treating fluorine-containing ammonium salt wastewater comprises the following steps:
A) carrying out precipitation defluorination reaction on the fluorine-containing ammonium salt wastewater, and filtering to obtain a first filtrate and a first filter residue;
B) performing precipitation calcium removal reaction on the first filtrate, and filtering to obtain a second filtrate and a second filter residue;
C) adjusting the pH value of the second filtrate to 5-6 to obtain a pH adjusting solution;
D) and performing RO concentration on the pH regulating solution to obtain RO fresh water and RO concentrated water.
2. The treatment method according to claim 1, wherein the concentration of ammonia nitrogen in the fluorine-containing ammonium salt wastewater is 5-15 g/L, the concentration of fluorine ions is 30-200 mg/L, and the pH value is 0.5-10.
3. The treatment method according to claim 1, wherein the reagent used in the precipitation defluorination reaction comprises at least one of a calcium chloride solution and a calcium hydroxide solution;
in the precipitation defluorination reaction, the molar ratio of calcium element to fluorine element is not less than 0.6: 1;
the pH value of the precipitation defluorination reaction is 7-10;
the time of the precipitation defluorination reaction is 0.5-1 h.
4. The treatment method according to claim 1, wherein the precipitation decalcifying reaction employs a decalcifying agent comprising at least one of sodium carbonate and carbon dioxide;
in the precipitation calcium removal reaction, the molar ratio of carbon to calcium is 1-2: 1;
the pH value of the precipitation calcium removal reaction is 8-10;
the time of the precipitation calcium removal reaction is 0.5-2 h.
5. The process of claim 1, wherein in step C), the agent for adjusting the pH of the second filtrate comprises sulfuric acid or hydrochloric acid.
6. The treatment method according to claim 1, wherein in the step D), 2-3 sections of RO concentration are connected in series, the operating pressure is 1.0-8.0 MPa, the operating temperature is 20-30 ℃, the concentration multiple is 5-10 times, and the pressure difference between membranes is less than 0.1 MPa.
7. The process of claim 1, wherein after the RO concentration in step D), the process further comprises:
mixing the RO concentrated water with a corrosion inhibitor, and carrying out evaporative crystallization to obtain an ammonium salt crystal and condensed water;
and in the evaporation and crystallization process, the pH value of the evaporation solution is controlled to be 3.2-5.5.
8. The treatment method according to claim 7, wherein the corrosion inhibitor comprises at least one of aluminum sulfate, aluminum chloride, polyaluminum chloride, and polyaluminum sulfate.
9. The treatment method according to claim 7, wherein the molar ratio of the aluminum element in the corrosion inhibitor to the fluorine element in the RO concentrated water is 0.2 to 1: 1.
10. the process of claim 7, wherein the reagent used to control the pH of the evaporated liquor comprises ammonia;
the temperature of the evaporative crystallization is 95-100 ℃, and the pressure is-15 to-20 kPa.
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